CN107524299A - Build contoured machine and build contoured method - Google Patents
Build contoured machine and build contoured method Download PDFInfo
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- CN107524299A CN107524299A CN201710747037.4A CN201710747037A CN107524299A CN 107524299 A CN107524299 A CN 107524299A CN 201710747037 A CN201710747037 A CN 201710747037A CN 107524299 A CN107524299 A CN 107524299A
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- 230000007246 mechanism Effects 0.000 claims abstract description 112
- 239000000463 material Substances 0.000 claims abstract description 99
- 238000010276 construction Methods 0.000 claims abstract description 98
- 230000007723 transport mechanism Effects 0.000 claims abstract description 26
- 230000015572 biosynthetic process Effects 0.000 claims description 41
- 238000005096 rolling process Methods 0.000 claims description 27
- 230000002787 reinforcement Effects 0.000 claims description 26
- 238000007639 printing Methods 0.000 claims description 25
- 238000003475 lamination Methods 0.000 claims description 23
- 238000003756 stirring Methods 0.000 claims description 17
- 238000013467 fragmentation Methods 0.000 claims description 13
- 238000006062 fragmentation reaction Methods 0.000 claims description 13
- 238000007599 discharging Methods 0.000 claims description 11
- 238000010009 beating Methods 0.000 claims description 10
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 8
- 238000007493 shaping process Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000012216 screening Methods 0.000 claims description 5
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- 230000007613 environmental effect Effects 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 148
- 230000003028 elevating effect Effects 0.000 description 10
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- 238000005056 compaction Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000035515 penetration Effects 0.000 description 3
- 238000009527 percussion Methods 0.000 description 3
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- 230000007547 defect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 241000879952 Campostoma Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
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- 238000004146 energy storage Methods 0.000 description 1
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- 230000005484 gravity Effects 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
One kind builds contoured machine, including rammed earth forming unit, the rammed earth forming unit includes earth material transport mechanism, earth material output mechanism and rammed earth body, earth material output mechanism and rammed earth body are arranged in mobile support platform, earth material is delivered to earth material output mechanism by earth material transport mechanism, earth material output mechanism is connected with earth material transport mechanism earth material exporting position to be printed, rammed earth body tamps earth material to form loam wall, the advantages of both concrete structure and rammed earth wall construction can be combined, print procedure automates, efficiency high, size is conveniently adjusted, applicability is more extensive.Present invention also offers one kind to build contoured method, concrete frame and loam wall wall is combined into complex building profile, both the stability with concrete frame structure, have again the environmental protection of loam wall structure energy-saving, low cost, it is attractive in appearance the advantages of.
Description
Technical field
The present invention relates to building field, builds contoured machine more particularly to one kind and builds contoured method.
Background technology
Loam wall has the advantages that energy-conserving and environment-protective, low cost, beautiful texture, although ramming as a kind of traditional architectural technology
Continuous improvement of the forming technique of cob wall Jing Guo modern crafts, the drawbacks of still being difficult to overcome with many, such as bearing strength is not
The problems such as enough, rain erosion easily caves in, and the moulding process of loam wall is also very relatively complicated, it is difficult to carry out automatic forming work
Industry, the consumption to man power and material are all bigger.
The content of the invention
A kind of the defects of it is an object of the invention to overcome prior art, there is provided building wheel simple in construction, reliability is high
Wide forming machine and the contoured method of building.
To achieve the above object, present invention employs following technical scheme:
One kind builds contoured machine, including moves support platform and the concrete formation list being connected with mobile support platform
Member, concrete formation unit include concrete transport mechanism and the concrete printing mechanism being arranged in mobile support platform, mix
Native printing mechanism is coagulated to be connected with concrete transport mechanism, it is characterised in that:Also include rammed earth forming unit, the rammed earth shaping is single
Member includes earth material transport mechanism, earth material output mechanism and rammed earth body, and earth material output mechanism and rammed earth body are arranged on mobile branch
Support on platform, earth material is delivered to earth material output mechanism by earth material transport mechanism, and earth material output mechanism is connected with earth material transport mechanism
Earth material is exported into position to be printed, rammed earth body tamps earth material to form loam wall.
Optionally, the rammed earth body includes the rammed earth support 201 being connected with mobile support platform, and is arranged on rammed earth
Rolling body 210 on support 201, and it is symmetricly set on a pair of reinforcement mechanisms 220 of the both sides of rolling body 210, rammer compacter
Structure 220 is also connected on rammed earth support 201.
Optionally, the rolling body 210 includes two spaced mullers 211, passes through rotating shaft between muller 211
213 connections, rotating shaft 213 are connected with rammed earth support 201.
Optionally, the reinforcement mechanism 220 includes rotary power device 222 and the bias being connected with rotary power device 222
Connector 223, eccentric connector 223 are smash part 221 and are connected by link assembly 224 with beating, rotary power device 222 drive it is eccentric even
Fitting 223 rotates, and eccentric connector 223 drives to beat to smash part 221 and move back and forth by link assembly 224 beats earth material.
Optionally, the reinforcement mechanism 220, which is arranged on, is beaten on support 225, and rammed earth support 201 is provided with beating support
The rotation platform 226 of 225 connections, rotation platform 226 can drive reinforcement mechanism 220 to swing.
Optionally, during the earth material transport mechanism includes pneumatic conveyer 231 and is arranged in mobile support platform
After feed bin, relay the charging aperture of feed bin and be connected with the strength conveying pipeline of pneumatic conveyer 231, discharging opening connects with earth material output mechanism
Connect, relaying feed bin is provided with water filling port and agitating unit.
Optionally, fragmentation cell is additionally provided with the relaying feed bin, relaying feed bin includes the stir storehouse for accommodating agitating unit
With the crusher chamber for accommodating fragmentation cell, the charging aperture of crusher chamber is connected with the strength conveying pipeline of pneumatic conveyer 231, discharging opening and
The charging aperture connection of stir storehouse, the discharging opening of stir storehouse are connected with earth material output mechanism, are provided between stir storehouse and crusher chamber
Screening mechanism.
Optionally, concrete conveyance mechanism and earth material transport mechanism are same mechanism.
Optionally, the mobile support platform includes revolving dial and the pedestal 302 for supporting revolving dial, revolution
Platform is arranged on pedestal 302 by turntable 303, is that the center of circle rotates in horizontal plane with turntable 303, the revolving dial includes connecting
The swing arm 304 and counter-jib 305 connect, the length of swing arm 304 are more than counter-jib 305, and swing arm 304 and counter-jib 305 divide
The both sides of turntable 303 are not arranged on, and swing arm 304 and counter-jib 305 rotate in the horizontal plane around turntable 303, on counter-jib 305
Provided with balancing weight 306, swing arm 304 is provided with cantilever 307, and cantilever 307 is connected by travel mechanism 308 with swing arm 304, hangs
Arm 307 is provided with concrete formation unit and rammed earth forming unit.
Optionally, the mobile support platform includes two X-axis travel mechanisms 311 being oppositely arranged, respectively with two X-axis
Two Z axis supports 312 that travel mechanism 311 connects, the Y-axis support 313 being arranged between two Z axis supports 312;Two Z axis
The one end of support 312 is rotatablely connected with Liang Ge X-axis travel mechanism 311 respectively, the other ends of two Z axis supports 312 respectively with Y-axis branch
The both ends of frame 313 are fixedly connected to form the contoured machine of building of gantry frame, and Z can be driven by being provided with X-axis travel mechanism 311
Bracing strut 312 rotates lifting and the folding drive mechanism folded, and concrete formation unit and rammed earth forming unit are arranged on Y-axis branch
On frame 313, and Y-axis support 313 can be prolonged and moved.X-axis travel mechanism 311 can drive the contoured machine of building integrally to prolong X-axis movement,
Folding drive mechanism can drive Z axis support 312 to rotate lifting and fold height of the adjustment Y-axis support 313 on Z axis, while
Its position in X-axis is can adjust, concrete formation unit and rammed earth forming unit can prolong Y-axis support 313 and be moved in Y-axis;
The elevating ram 314 that drive mechanism is amplitude-variable is folded, the one end of Z axis support 312 is rotatablely connected with X-axis travel mechanism 311, X-axis
Travel mechanism 311 is provided with elevating ram 314, and the crane arm of elevating ram 314 is connected with the middle part of Z axis support 312.
Present invention also offers one kind to build contoured method, and it includes concrete base layer 110 and along vertical stack
Multi-layer walls lamination 120 above concrete base layer 110, each wall lamination 120 include concrete construction layer 121 and with
The rammed earth wall layers 122 that concrete construction layer 121 connects;
Concrete formation unit printing concrete base layer 110 is first passed through, then successively printing is mixed on concrete base layer 110
Native techonosphere 121 is coagulated, the vertical stack of concrete construction layer 121 is formed concrete frame, then corresponds to concrete construction layer again
121 successively print rammed earth wall layers 122, the vertical stack of rammed earth wall layers 122 is formed loam wall wall.
Optionally, the wall lamination 120 comprises at least the first wall lamination 120a and the second wall lamination 120b, and first
Wall lamination 120a and the second wall lamination 120b is alternately stacked on concrete base layer 110 along longitudinal direction;First wall lamination
120a includes the first concrete construction layer 121a and the first rammed earth wall layers being connected with the first concrete construction layer 121a
122a;Second wall lamination 120b includes the second concrete construction layer 121b and is connected with the second concrete construction layer 121b
Second rammed earth wall layers 122;First concrete construction layer 121a size is different from the second concrete construction layer 121b size,
First concrete construction layer 121a adds plus the first rammed earth wall layers 122a length equal to the second concrete construction layer 121b
Second rammed earth wall layers 122b length;First concrete construction layer 121a and the second concrete construction layer 121b are alternately stacked into
Concrete-constituted pile is formed on concrete base layer 110, the side of concrete frame has the zigzag riveted coordinated with wall
Face 123;First rammed earth wall layers 122a and the second rammed earth wall layers 122, which are alternately stacked on concrete base layer 110, forms rammed earth
Wall wall, there is the secondary riveted face coordinated with riveted face 123 on loam wall wall.
Optionally, construction cavity is provided with the concrete frame, longitudinally disposed steel construction is provided with construction cavity
124, constructing penetration concrete in cavity after concrete frame solidification.
Optionally, the concrete construction layer 121 includes the first concrete construction layer 121a and the second concrete construction layer
121b, the first concrete construction layer 121a and the second concrete construction layer 121b lateral cross section are U-shaped, the first concrete structure
Layer 121a is made to set and be connected by both sides side plate, the first concrete construction layer 121a in the same direction with the second concrete construction layer 121b
It is identical with the second concrete construction layer 121b floor length, the length and second of the first concrete construction layer 121a both sides side plate
The length of concrete construction layer 121b both sides side plate is different;Or the lateral cross section of the first concrete construction layer 121a is
Cross, the first concrete construction layer 121a's is surrounded by the boss being connected respectively with four the first rammed earth wall layers 122a,
It is provided with groove between boss, the lateral cross section of the second concrete construction layer 121b is U-shaped, the second concrete construction layer
121b four drift angles are against the side of the first concrete construction layer 121a upper grooves.
The contoured machine of building of the present invention can choose earth material and ready-mixed concrete at the construction field (site), and at the construction field (site)
Concrete structure is printed by concrete formation unit and rammed earth forming unit respectively and rammed earth wall construction forms complex building wheel
It is wide, it is not necessary to which that prefabricated concrete elements are cumbersome, the production process of hysteresis, and high cost, the transportation of excessive risk, and can
With reference to the advantages of both concrete structure and rammed earth wall construction, print procedure automation, efficiency high, size are conveniently adjusted, and are applicable
Property is more extensive.In addition, driving rammed earth forming unit to move by mobile support platform, earth material is conveyed by earth material transport mechanism
Earth material output mechanism is given, earth material is sent to by position to be printed by earth material output mechanism, then is tamped earth material by rammed earth body,
The automatic printing that loam wall is realized by simple, compact structure is molded, moreover, rolling body 210 can be in compaction by rolling earth material
Support is provided for whole rammed earth body while compaction by rolling, the reinforcement mechanism 220 in front can be before rolling body 210 rolls by earth material
Tentatively pave, the reinforcement mechanism 220 at rear can tamp earth material again after rolling body 210 rolls, and the multi-task is simultaneously
Ensure that the efficiency of operation, be additionally, since the both sides of rolling body 210 and be equipped with reinforcement mechanism 220, rolling body 210 is walked
After crossing single direction stroke, turn around to turn to again without rising from rammed earth clamping plate, directly retreating can be to carry out secondary rammed earth operation, can not only
Operating efficiency is enough greatly enhanced, reduces duty cycle, but also the structural strength of loam wall after shaping can be improved, for ramming
The automatic printing technology of cob wall has more great meaning.
The contoured method of building of the present invention, by successively printing concrete construction layer 121 and the shape of rammed earth wall layers 122
Into wall lamination 120, concrete frame and loam wall wall are combined into complex building profile, both with concrete frame structure
Stability, again have the environmental protection of loam wall structure energy-saving, low cost, it is attractive in appearance the advantages of, and by wall lamination 120 with
Concrete base layer 110 is set between base, the problem of effectively can preventing from causing loam wall to cave in the problems such as rainwater.In addition, the
One concrete construction layer 121a and the second concrete construction layer 121b is alternately stacked into be formed on concrete foundation techonosphere 111 and mixed
Coagulate native framework, the side of concrete frame has a zigzag riveted face 123 coordinated with wall, the first rammed earth wall layers 122a and
Second rammed earth wall layers 122 are alternately stacked into formation loam wall wall in concrete foundation wall layers 112, have on loam wall wall
There is the secondary riveted face coordinated with riveted face 123, coordinate by the raft on concrete frame and with the secondary riveted face on wall, can be with
The intensity of wall is improved, improves the anti-seismic performance of wall.
Brief description of the drawings
Fig. 1 is a kind of embodiment that the present invention builds contoured machine;
Fig. 2 is a kind of embodiment figure of complex building profile of the present invention;
Fig. 3 is a kind of embodiment of complex building profile of the present invention;
Fig. 4 is the another embodiment of complex building profile of the present invention;
Fig. 5 is another embodiment of complex building profile of the present invention;
Fig. 6 is another embodiment of complex building profile of the present invention;
Fig. 7 is a kind of embodiment of reinforcement mechanism of the present invention;
Fig. 8 is the another embodiment of reinforcement mechanism of the present invention;
Fig. 9 is a kind of embodiment of the mobile support platform of the present invention;
Figure 10 is the another embodiment of the mobile support platform of the present invention.
Embodiment
The embodiment provided below in conjunction with accompanying drawing 1 to 10, further illustrate the tool of the contoured method of building of the present invention
Body embodiment.The contoured method of building of the present invention is not limited to the following description.
The invention provides one kind build contoured machine, including mobile support platform and be connected with mobile support platform
Concrete formation unit, concrete formation unit include concrete transport mechanism and the concrete being arranged in mobile support platform
Output mechanism, concrete output mechanism are connected with concrete transport mechanism, in addition to rammed earth forming unit, and the rammed earth shaping is single
Member includes earth material transport mechanism, earth material output mechanism and rammed earth body, and earth material output mechanism and rammed earth body are arranged on mobile branch
Support on platform, earth material is delivered to earth material output mechanism by earth material transport mechanism, and earth material output mechanism is connected with earth material transport mechanism
Earth material is exported into position to be output, rammed earth body tamps earth material.
The contoured machine of building of the present invention can choose earth material and ready-mixed concrete at the construction field (site), and at the construction field (site)
Concrete structure is printed by concrete formation unit and rammed earth forming unit respectively and rammed earth wall construction forms complex building wheel
It is wide, it is not necessary to which that prefabricated concrete elements are cumbersome, the production process of hysteresis, and high cost, the transportation of excessive risk, and can
With reference to the advantages of both concrete structure and rammed earth wall construction, print procedure automation, efficiency high, size are conveniently adjusted, and are applicable
Property is more extensive.
As shown in Fig. 2 a kind of complex building profile of the present invention, the complex building profile includes being arranged on ground
Concrete base layer 110, and folded along longitudinal multiple wall laminations 120 being sequentially stacked on concrete base layer 110, each wall
Layer 120 includes at least two concrete construction layers 121 and the rammed earth wall layers 122 being connected between concrete construction layer 121,
Concrete construction layer 121 forms concrete frame along vertical stack, and the vertical stack of rammed earth wall layers 122 forms loam wall wall.
Further, waterproof layer is provided with loam wall outer wall, after the printing of loam wall wall finishes and conserves, rammed
Waterproofing agent is painted on the outside of cob wall wall and forms waterproof layer, naturally it is also possible to waterproof addition is added directly in the earth material of rammed earth
Agent.
Present invention also offers one kind to build contoured method, first passes through concrete formation unit printing concrete base layer
110, concrete construction layer 121 is then successively printed on concrete base layer 110, makes the vertical stack shape of concrete construction layer 121
Into concrete frame, concrete construction layer 121 is then corresponded to again and successively prints rammed earth wall layers 122, make rammed earth wall layers 122 vertical
Loam wall wall is formed to stacking.Printing when, concrete frame can be printed in both ends now, then concrete frame it
Between print loam wall wall, i.e. the both ends of loam wall wall be connecteds with concrete frame, certainly, loam wall wall can also
There is one end to be connected with concrete frame, the other end is not connected with concrete frame., can be in loam wall when printing loam wall wall
Both sides set clamping plate, coordinate with rammed earth forming unit.
The contoured method of building of the present invention, using the new contoured machine of building, by successively printing concrete
Techonosphere 121 and rammed earth wall layers 122 form wall lamination 120, and concrete frame and loam wall wall are combined into compound build
Build profile, both the stability with concrete frame structure, again have the environmental protection of loam wall structure, low cost, it is attractive in appearance the advantages of, and
And by setting concrete base layer 110 between wall lamination 120 and ground, it can effectively prevent from causing rammer the problems such as rainwater
The problem of cob wall caves in.
Further, between described concrete construction layer 121 and concrete construction layer 121, and/or rammed earth wall layers
Between 122 and rammed earth wall layers 122, and/or it is respectively equipped between concrete construction layer 121 and rammed earth wall layers 122 and is adhered layer
131, it is adhered the junction that layer 131 can be between the layers and plays a part of being adhered, operating room particularly between layers
When longer, certainly, if the activity duration is shorter between the layers, it can also be not provided with when the identical epidemic situation comparison of interlayer is good
It is adhered layer 131.It is mortar to be adhered layer 131, can be printed by concrete formation unit.
Further, the wall lamination 120 comprises at least the first wall lamination 120a and the second wall lamination 120b, the
One wall lamination 120a and the second wall lamination 120b is alternately stacked on concrete base layer 110 along longitudinal direction;Concrete base layer 110
The concrete foundation wall layers 112 being connected including concrete foundation techonosphere 111 and with concrete foundation techonosphere 111, when
So, concrete foundation techonosphere 111 and concrete foundation wall layers 112 can also be integral concrete construction layer 121 and rammer
Cob wall parietal layer 122 is stacked on concrete base layer 110.First wall lamination 120a include the first concrete construction layer 121a and
The first rammed earth wall layers 122a being connected with the first concrete construction layer 121a;Second wall lamination 120b includes the second concrete
Techonosphere 121b and the second rammed earth wall layers 122 being connected with the second concrete construction layer 121b;First concrete construction layer
121a size is different from the concrete construction layer 121b of concrete foundation techonosphere 111 and second size, the first concrete structure
The length that layer 121a is made plus the first rammed earth wall layers 122a adds the second rammed earth wall equal to the second concrete construction layer 121b
Layer 122b length;First concrete construction layer 121a and the second concrete construction layer 121b are alternately stacked into concrete foundation structure
Formation concrete frame framework on layer 111 is made, the side of concrete frame has the zigzag riveted face 123 coordinated with wall,
Equivalent to the structure of framework on wall;First rammed earth wall layers 122a and the second rammed earth wall layers 122 are alternately stacked into concrete
Loam wall wall is formed in basic unit 110, there is the secondary riveted face coordinated with riveted face 123 on loam wall wall, pass through concrete
Raft on framework and coordinate with the secondary riveted face on wall, the intensity of wall can be improved, improve the anti-seismic performance of wall.
Construction cavity is provided with the concrete frame of the present invention, four longitudinally disposed steel constructions are provided with construction cavity
124 and around steel construction 124 set fixing muscle 125, concrete frame solidification after construction cavity in penetration concrete.
As Fig. 3,4 show a kind of embodiment of yi word pattern wall, concrete construction layer 121 can be arranged on rammed earth wall
One end of layer 122, can also be arranged on the middle part of rammed earth wall layers 122, the lateral cross section of the concrete construction layer 121 is U
Font, the concrete frame lateral cross section that concrete construction layer 121 is formed after being superimposed is also U-shaped;When concrete construction layer 121
When being arranged on one end of rammed earth wall layers 122, the both sides side plate of concrete construction layer 121 is connected with rammed earth wall layers 122;When mixed
When solidifying native techonosphere 121 is arranged on the middle part of rammed earth wall layers 122, both sides side plate and the rammed earth wall of concrete construction layer 121
Layer 122 connects, and the rammed earth wall layers 122 of bottom base panel and opposite side connect.
As Fig. 5 shows a kind of embodiment of L font walls, the lateral cross section of the concrete construction layer 121 is U-shaped
Shape, the end of the both sides side plate of concrete construction layer 121 are connected with rammed earth wall layers 122, the side of the side plate of side with it is another
Rammed earth wall layers 122 connect.The concrete construction layer 121 includes the first concrete construction layer 121a and the second concrete construction
Layer 121b, the first concrete construction layer 121a and the second concrete construction layer 121b lateral cross section are U-shaped, the first concrete
Techonosphere 121a sets and is connected by both sides side plate, the first concrete construction layer with the second concrete construction layer 121b in the same direction
121a is identical with the second concrete construction layer 121b floor length, the length of the first concrete construction layer 121a both sides side plate with
The length of second concrete construction layer 121b both sides side plate is different.
Cross wall as shown in Figure 6, the lateral cross section of the first concrete construction layer 121a are cross, first
Concrete construction layer 121a's is surrounded by the boss being connected respectively with four the first rammed earth wall layers 122a, is set between boss
Fluted, the lateral cross section of the second concrete construction layer 121b is U-shaped, and four of the second concrete construction layer 121b push up
Angle is against the side of the first concrete construction layer 121a upper grooves, and the second concrete construction layer 121b can also use criss-cross
Structure.Certainly, concrete construction layer 121 can also use other structures, here the shape to concrete construction layer 121, size
Do not do specifically defined.
As a kind of embodiment, when printing complex building profile, first with concrete formation unit, concrete frame
Frame is printed, waits concrete frame to be put into steel construction 124 and concrete after solidifying, loam wall wall it is integrally printed with
Afterwards, then concrete frame, then ramming cob wall, such concrete frame and rammer in concrete penetration concrete framework, will first be accomplished fluently
Being adhered between cob wall can be more preferable.When rammed earth layer operation is carried out, if the size of clamping plate is less than the length of loam wall wall
Degree, can be by mobile clamping plate to make up the defects of clamping plate falls short of, if the size of clamping plate meets loam wall length of walls
Demand, then can be by plywood sleeve in the outside of concrete frame.
As Fig. 1,7,8 show to build a kind of embodiment of contoured machine, the rammed earth body includes and mobile supported
The rammed earth support 201 of platform connection, and the rolling body 210 being arranged on rammed earth support 201, and be symmetricly set on and roll
A pair of reinforcement mechanisms 220 of the both sides of mechanism 210, reinforcement mechanism 220 are also connected on rammed earth support 201.It is flat by mobile support
Platform drives the movement of rammed earth forming unit, and earth material is conveyed into earth material output mechanism by earth material transport mechanism, exported by earth material
Earth material is sent to position to be printed by mechanism, then is tamped earth material by rammed earth body, and rammer is realized by simple, compact structure
The automatic printing shaping of cob wall, moreover, rolling body 210 can provide while compaction by rolling earth material compaction by rolling for whole rammed earth body
Support, the reinforcement mechanism 220 in front can tentatively pave earth material before rolling body 210 rolls, the energy of reinforcement mechanism 220 at rear
Enough to tamp earth material again after rolling body 210 rolls, the multi-task simultaneously ensure that the efficiency of operation, moreover, by
Reinforcement mechanism 220 is equipped with the both sides of rolling body 210, rolling body 210 is passed by after single direction stroke, without rising from rammed earth clamping plate
Turn around to turn to again, operating efficiency can not only be greatly enhanced, reduce operation to carry out secondary rammed earth operation by directly retreating
Cycle, but also the structural strength of loam wall after shaping can be improved, have and relatively attach most importance to for the automatic printing technology of loam wall
Big meaning.
Further, the manipulator for capturing clamping plate is additionally provided with described mobile support platform, manipulator can incite somebody to action
Clamping plate is put into the both sides of loam wall wall to be printed, is surrounded by clamping plate and accommodates untamped earth material.
As a kind of embodiment of clamping plate, the both ends of clamping plate form the rammed earth mould of rectangle after being connected respectively by connecting plate
Plate, for rammed earth template equivalent to the mould of loam wall wall, the shape of the cavity surrounded in rammed earth template is both loam wall after shaping
The shape of wall;When the length of clamping plate meets the length requirement of loam wall wall, if the both ends of loam wall wall have
Printed concrete frame, the both ends of rammed earth template can be enclosed on the outside of printed concrete frame, such loam wall
Both sides coordinated by clip board engagement, both ends by concrete frame;If loam wall wall only has one end and concrete frame
Connection, then cheek can be connected and close the end seal by the other end by connecting plate;When the length of cheek is less than rammed earth
During the length of wall wall, loam wall wall can be first printed since one end, is captured again by manipulator after the end operation
Rammed earth template moves to the other end, then carries out the printing and compacting of other end loam wall wall again, until loam wall wall
Both ends are connected intact with concrete frame.
Rolling body 210 of the present invention includes the muller 211 being connected with rammed earth support 201, and rammed earth support 201 drives
Muller 211 pushes earth material by soil compaction.As Fig. 7 shows a kind of embodiment of rolling body 210, the rolling body 210
Avoiding space 212 is formed including two spaced mullers 211, between muller 211 and two stone rollers are connected to by rotating shaft 213
Between wheel 211, rotating shaft 213 is connected with rammed earth support 201, and the size of avoiding space 212 is less than the width of muller 211.
Further, the rammed earth support 201 is provided with the hydraulic gear being connected with rotating shaft 213, is passed by hydraulic pressure
Motivation structure is that muller 211 provides bigger pressure, improves the effect for grinding material.
Further, the muller 211 or rotating shaft 213 are provided with percussion mechanism, and percussion mechanism can drive muller 211 to shake
It is dynamic, provided for muller 211 and preferably grind material effect, percussion mechanism can be rotated come real by rotary power device band movable eccentric wheel
It is existing.
Reinforcement mechanism 220 of the present invention, which includes beating smashing part 221 and driving to beat, to be smash part 221 and moves back and forth vertically to beat
Make the actuating unit of earth material.As Fig. 7,8 show a kind of embodiment of reinforcement mechanism 220, the reinforcement mechanism 220 includes rotation
Dynamic equipment 222 and the eccentric connector 223 being connected with rotary power device 222, eccentric connector 223 pass through link assembly 224
Smash part 221 with beating and be connected, rotary power device 222 drives eccentric connector 223 to rotate, and eccentric connector 223 passes through link assembly
224 drive to beat to smash part 221 and move back and forth and beat earth material, the rotary power device in present embodiment can use it is pneumatic, electronic or
The energy of hydraulic pressure is driven, and eccentric connector 223 can use cam or eccentric wheel, or by inclined with link assembly 224
The connected mode of the heart, smash part 221 to realize that drive is beaten and move back and forth.Certainly, reinforcement mechanism 220 can also come by other means
Realize, for example beaten by actuating unit jacking and smash part 221 and be stored energy mechanism energy storage, then release energy by stored energy mechanism and beat
Smash part 221 gravity fall of itself and smash earth material to beat, the principle of reinforcement mechanism 220 is not done here specifically defined.
Further, the reinforcement mechanism 220, which is arranged on, beats on support 225, i.e., rotary power device 222 is with beating support
225 connections, rammed earth support 201 are provided with the rotation platform 226 being connected with beating support 225, and rotation platform 226 can be by beating
Beat support 225 and drive 220 left and right swing of reinforcement mechanism, to improve the effect of rammed earth, can be applicable to different-thickness wall
Operation.
Described rotation platform 226 can be coordinated by rotating supporting device and rotating driving device to be realized, rotation support
Device includes the first rotary support member being connected with rammed earth support 201, and the second rotation being connected with beating support 225 supports
Part, for the second rotary support member by rolling element with the first rotary support member with being connected, rotating driving device driving second rotates branch
Support member drive is beaten support 225 and rotated, and the first rotary support member provides guiding and support for the second rotary support member.Rolling element can
To be roller, ball or bearing part, here not the principle to rotation platform 226 and structure do it is specifically defined.
The earth material transport mechanism of the present invention is including setting pneumatic conveyer 231 on the ground and being arranged on mobile support
Relaying feed bin on platform, relay the charging aperture of feed bin and be connected with the strength conveying pipeline of pneumatic conveyer 231, discharging opening and earth material
Output mechanism is connected, and relaying feed bin is provided with water filling port and agitating unit, and earth material is sent in relaying feed bin by strength conveying pipeline
After, stirred again by agitating unit after water filling port water filling, earth material is then delivered to earth material output mechanism, by by earth material
It is divided into siccative and two sections of wet feed is transported, the difficulty of transport earth material can greatly be reduced, the agitating unit includes stirring
The stirring vane of motor and the screw type being connected with stirring motor.Preferably, it is additionally provided with additive on relaying feed bin and adds mouth,
Additive adds mouth and can be used for adding additive, such as adds early strength additive and waterproof additive, it is of course also possible to not set
Put additive and add mouth, pre- before earth material enters raw material cabin can add early strength additive.
Further, fragmentation cell is additionally provided with the relaying feed bin, fragmentation cell can be larger by granularity in earth material
Particle is smashed, and relaying feed bin includes the stir storehouse for accommodating agitating unit and the crusher chamber for accommodating fragmentation cell, the charging of crusher chamber
Mouthful be connected with the strength conveying pipeline of pneumatic conveyer 231, the charging aperture of discharging opening and stir storehouse connects, the discharging opening of stir storehouse and
Earth material output mechanism connects.Earth material can be improved to the effect being stirred of earth material, Er Qie by fragmentation cell after broken
Also evenly, stability is more preferable for the structure of loam wall wall after compacting.Fragmentation cell can be realized by mechanical shock earth material,
Such as fragmentation cell includes motor and the eccentric shaft being connected with the rotor of motor, rotated at a high speed by motor rotor driven
Continuous Ground shock waves earth material.By integrating agitating unit and fragmentation cell in feed bin is relayed, many technological processes, pole can be saved
The earth improves the efficiency of operation.
Preferably, the fragmentation cell also includes the screening mechanism being arranged between stir storehouse and crusher chamber, screening mechanism
To be arranged on the screening filter screen between stir storehouse and crusher chamber, the less earth material of granularity can be directly entered agitating unit, granularity
Larger earth material needs to enter back into agitating unit after fragmentation cell is broken.Certain fragmentation cell can also be arranged on ground
On, earth material conveys by pneumatic conveyor 231 again after broken.
The concrete conveyance mechanism of the present invention is defeated by pump truck or pump machine after can concrete be stirred on the ground
Concrete printing mechanism is delivered to, can also be using the pneumatic transportation similar to above-mentioned earth material transport mechanism and in mobile support platform
The stirring of upper plus water, then deliver to concrete printing mechanism and printed, concrete conveyance mechanism and earth material transport mechanism are same machine
Structure, i.e. concrete formation unit and rammed earth forming unit share, as both can by use pneumatic transportation in a manner of, and share
One pneumatic conveyer and strength conveying pipeline, set in the end of strength conveying pipeline single with concrete formation unit and rammed earth shaping
The valve of member connection, or same relaying feed bin is also shared, set and concrete formation unit in the discharging opening of relaying feed bin
The valve connected with rammed earth forming unit;Concrete printing mechanism includes the concrete discharge nozzle provided with concrete discharging opening,
Concrete discharge nozzle is provided with flow control mechanism, and concrete discharge nozzle is connected with concrete conveyance mechanism, flow control mechanism
Valve, or the mechanical structure of same principle can be used, for example, set in concrete discharge nozzle rotatable screw element with
And corresponding actuating unit, the outflow of concrete is controlled by rotating screw element, here to the principle of concrete output unit and
Structure is not done specifically defined.
Further, the contoured machine of building of the invention also includes connecting with concrete formation unit and rammed earth forming unit
The switching platform connect, switching platform can be realized by the principle similar to rotation platform 226, for example, switching platform includes
Rotation switching support meanss and rotation switching driving device, rotation switching support meanss include being connected with mobile support platform the
One rotation switching support member, and the second rotation switching support member being connected with concrete formation unit and rammed earth forming unit,
Second rotation switching support member is switched by rolling element with the first rotation support member and to be connected, and is rotated switching driving device and is driven the
Two rotation switching support members drive concrete formation unit and rammed earth forming unit to rotate, to realize printing concrete or soil
Material, naturally it is also possible to set and rise respectively between the second rotation switching support member and concrete formation unit and rammed earth forming unit
Descending mechanism, concrete formation unit or rammed earth forming unit in the vertical direction can be driven to rise and avoid elevating mechanism, or
Decline and carry out print job;Or concrete formation unit and rammed earth forming unit are connected with mobile support platform respectively, are being moved
Corresponding avoidance position is set in dynamic support platform, and when one works wherein, another one can be moved to the avoidance position and prevent
Only interfere, or rammed earth forming unit is installed after dismounting concrete formation unit, both are used alternatingly in a manner of dismounting.
The mobile support platform of the present invention can drive concrete formation unit and rammed earth forming unit in three dimensions
Accurate movement, as Fig. 9 shows to move a kind of embodiment of support platform, the mobile support platform include revolving dial and
For supporting the pedestal 302 of revolving dial, revolving dial is arranged on pedestal 302 by turntable 303, is the center of circle with turntable 303
Rotated in horizontal plane, the revolving dial includes the swing arm 304 and counter-jib 305 of connection, and the length of swing arm 304, which is more than, puts down
Weigh arm 305, and swing arm 304 and counter-jib 305 are separately positioned on the both sides of turntable 303, and swing arm 304 and counter-jib 305 rotate
Platform 303 rotates in the horizontal plane, and counter-jib 305 is provided with balancing weight 306, and swing arm 304 is provided with cantilever 307, and cantilever 307 is logical
Cross travel mechanism 308 to be connected with swing arm 304, cantilever 307 is provided with concrete formation unit and rammed earth forming unit.The present invention
The contoured machine of building, not only floor space is small, do not limited by site factors, and Stability Analysis of Structures can be rammed earth into
Type unit provides firm support, ensures the effect of rammed earth.Concrete formation unit can use existing structure, repeat no more.
As Figure 10 shows to move the another embodiment of support platform, the mobile support platform includes two and relative set
The X-axis travel mechanism 311 put, two Z axis supports 312 being connected respectively with Liang Ge X-axis travel mechanism 311, is arranged on two Z axis
Y-axis support 313 between support 312.Two one end of Z axis support 312 are rotatablely connected with Liang Ge X-axis travel mechanism 311 respectively, and two
The other end of individual Z axis support 312 is fixedly connected to form the mobile support of gantry frame structure with the both ends of Y-axis support 313 respectively
Platform, being provided with X-axis travel mechanism 311 can drive Z axis support 312 to rotate lifting and the folding drive mechanism folded, coagulation
Earth forming unit and rammed earth forming unit are arranged on Y-axis support 313, and can be prolonged Y-axis support 313 and be moved.X-axis travel mechanism
311 can drive the contoured machine of building integrally to prolong X-axis movement, and folding drive mechanism can drive Z axis support 312 to rotate lifting and folding
Height of the folded adjustment Y-axis support 313 on Z axis, while also can adjust its position in X-axis, concrete formation unit and rammer
Earth forming unit can prolong Y-axis support 313 and be moved in Y-axis.Fold the elevating ram 314 that drive mechanism is amplitude-variable, Z axis support
312 one end are rotatablely connected with X-axis travel mechanism 311, and X-axis travel mechanism 311 is provided with elevating ram 314, elevating ram 314
Crane arm is connected with the middle part of Z axis support 312.Elevating ram by crane arm can drive Z axis support 312 around with X-axis travel mechanism
The axis of rotation of 311 connections.The crane arm of elevating ram, which stretches out, can promote the rotation of Z axis support 312 to lift, and change Y-axis support
313 and position in X-axis and Z axis of concrete formation unit and rammed earth forming unit, make Y-axis support 313 and concrete formation
Unit and the rise of rammed earth forming unit;The crane arm of elevating ram, which shrinks, can drive Z axis support 312 to turn folding, and make Y-axis support
313 and concrete formation unit and rammed earth forming unit reduce.Not only can be fast and accurately when build profile printing
Change the position of concrete formation unit and rammed earth forming unit, and gantry structure has Stability Analysis of Structures, bearing strength height etc.
Feature, it is that concrete formation unit and rammed earth forming unit support by gantry frame, can is that rammed earth operation is reliably carried
For ensureing.
As another embodiment of mobile support platform, the mobile support platform is set including two perpendicular to ground
The Z-direction support put, and Y-direction support above the ground is supported on by Z-direction support, it is provided be connected with Z-direction support on the ground
X direction guiding rails, X direction guiding rails be provided with Z-direction support can be driven to be set along the X that X direction guiding rails move to travel mechanism on Z-direction support
There are Z-direction guide rail and Z-direction travel mechanism, the both ends of Y-direction support are connected with the Z-direction guide rail on two Z-direction supports respectively, Z-direction movement
Mechanism can drive Y-direction support to be moved along Z-direction guide rail, and concrete formation unit, rammed earth forming unit and manipulator are arranged at Y
To on support, Y-direction support be provided with concrete formation unit, rammed earth forming unit and manipulator coordinate Y-direction guide rail with
And Y-direction travel mechanism, Y-direction travel mechanism can drive concrete formation unit, rammed earth forming unit and manipulator to be led along Y-direction
Rail moves.
It should be noted that plane-parallel is in construction ground, described X refers in horizontal plane two mutually to Y-direction
Vertical direction, the transverse direction refer to any direction in horizontal plane, and described Z-direction refers to the vertical side with horizontal plane
To described longitudinal direction is identical with Z-direction.
Above content is to combine specific preferred embodiment further description made for the present invention, it is impossible to is assert
The specific implementation of the present invention is confined to these explanations.For general technical staff of the technical field of the invention,
On the premise of not departing from present inventive concept, some simple deduction or replace can also be made, should all be considered as belonging to the present invention's
Protection domain.
Claims (10)
1. one kind builds contoured machine, including moves support platform and the concrete formation list being connected with mobile support platform
Member, concrete formation unit include concrete transport mechanism and the concrete printing mechanism being arranged in mobile support platform, mix
Native printing mechanism is coagulated to be connected with concrete transport mechanism, it is characterised in that:Also include rammed earth forming unit, the rammed earth shaping is single
Member includes earth material transport mechanism, earth material output mechanism and rammed earth body, and earth material output mechanism and rammed earth body are arranged on mobile branch
Support on platform, earth material is delivered to earth material output mechanism by earth material transport mechanism, and earth material output mechanism is connected with earth material transport mechanism
Earth material is exported into position to be printed, rammed earth body tamps earth material to form loam wall.
2. the contoured machine of building according to claim 1, it is characterised in that:The rammed earth body includes supporting with mobile
The rammed earth support (201) of platform connection, and the rolling body (210) being arranged on rammed earth support (201), and be symmetrical arranged
A pair of reinforcement mechanisms (220) in rolling body (210) both sides, reinforcement mechanism (220) are also connected on rammed earth support (201).
3. the contoured machine of building according to claim 2, it is characterised in that:The rolling body (210) includes two
Spaced muller (211), pass through rotating shaft (213) between muller (211) and connect, rotating shaft (213) with rammed earth support (201) even
Connect.
4. the contoured machine of building according to claim 2, it is characterised in that:The reinforcement mechanism (220) includes rotation
Dynamic equipment (222) and the eccentric connector (223) being connected with rotary power device (222), eccentric connector (223) pass through connecting rod
Component (224) is smash part (221) and is connected with beating, rotary power device (222) driving eccentric connector (223) rotation, eccentric connector
(223) drive to beat to smash part (221) and move back and forth by link assembly (224) and beat earth material.
5. the contoured machine of building according to claim 2, it is characterised in that:The reinforcement mechanism (220), which is arranged on, beats
Beat on support (225), rammed earth support (201) is provided with the rotation platform (226) being connected with beating support (225), rotation platform
(226) reinforcement mechanism (220) can be driven to swing.
6. the contoured machine of building according to claim 1, it is characterised in that:The earth material transport mechanism includes pneumatic transporting
Machine (231) and the relaying feed bin being arranged in mobile support platform are sent, relays the charging aperture and pneumatic conveyer (231) of feed bin
The connection of strength conveying pipeline, discharging opening is connected with earth material output mechanism, relays feed bin and is provided with water filling port and agitating unit.
7. the contoured machine of building according to claim 6, it is characterised in that:It is additionally provided with the relaying feed bin broken single
Member, relaying feed bin include the stir storehouse for accommodating agitating unit and the crusher chamber for accommodating fragmentation cell, the charging aperture and gas of crusher chamber
The charging aperture of the strength conveying pipeline connection of power conveyer (231), discharging opening and stir storehouse connects, the discharging opening and earth material of stir storehouse
Output mechanism is connected, and screening mechanism is provided between stir storehouse and crusher chamber.
8. the contoured machine of building according to claim 1, it is characterised in that:Concrete conveyance mechanism and earth material conveyer
Structure is same mechanism.
9. according to any described contoured machines of building of claim 1-8, it is characterised in that:The mobile support platform includes
Revolving dial and the pedestal (302) for supporting revolving dial, revolving dial are arranged on pedestal (302) by turntable (303)
On, it is that the center of circle rotates in horizontal plane with turntable (303), the revolving dial includes the swing arm (304) and counter-jib of connection
(305), the length of swing arm (304) is more than counter-jib (305), and swing arm (304) and counter-jib (305) are separately positioned on turntable
(303) both sides, swing arm (304) and counter-jib (305) are rotated in the horizontal plane around turntable (303), and counter-jib is set on (305)
There is balancing weight (306), swing arm (304) is provided with cantilever (307), and cantilever (307) passes through travel mechanism (308) and swing arm
(304) connect, cantilever (307) is provided with concrete formation unit and rammed earth forming unit.
10. one kind builds contoured method, it is characterised in that:It is contoured by any described buildings of claim 1-9
Machine prints complex building profile, and complex building profile includes concrete base layer (110) and along vertical stack in concrete base layer
(110) the multi-layer walls lamination (120) above, each wall lamination (120) include concrete construction layer (121) and and coagulation
The rammed earth wall layers (122) of native techonosphere (121) connection;
Concrete formation unit printing concrete base layer (110) is first passed through, then successively printing is mixed on concrete base layer (110)
Native techonosphere (121) is coagulated, concrete construction layer (121) vertical stack is formed concrete frame, then corresponds to concrete structure again
Make layer (121) and successively print rammed earth wall layers (122), rammed earth wall layers (122) vertical stack is formed loam wall wall.
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